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Earthquake Hazard Assessment of Peninsular India
Neelima Satyam, D1, Pradeep Kumar, Ramancharla1 and Madhav, M R2
1Earthquake Engineering Research Centre, International Institute of Information Technology Hyderabad, Gachibowli,
Hyderabad-32, e-mail: [email protected] 2Professor Emeritus, JNT Univ., Hyderabad, India; [email protected]
ABSTRACT
This paper presents the detailed seismic hazard assessment of the peninsular India (lat. 8°-28°N and long. 67.5°-90°E) which is
considered to be seismically most stable landmasses of the Indian plate. Past seismic history in this region (Koyna, 10
December 1967; Bhadrachalam, 13 April 1969; Broach, 23 March 1970; Hyderabad, 30 June 1983; Latur, 30 September 1993;
Jabalpur, 22 May 1997; Bhuj, 26 January 2001 etc) clearly shows that the seismicity of the area is varying. There were more
than five damaging earthquakes with magnitudes greater than Mw 6.0 have occurred in this region, stressing the importance
of
detailed seismic hazard assessment for the region. For India, Bhatia et al. (1999) published a probabilistic seismic hazard map
based on several well identified and prominent source zones in the country. An attempt has been made in this paper to study the
present seismic status of this region incorporating the seismicity, tectonic and geological characteristics and using the collected
earthquake data Peak Ground Acceleration was estimated using the attenuation relation developed by Iyengar and Raghukanth
(2004). Estimated PGA values were used to compute the deviation with respect to assigned PGA values for various regions
provided in Indian Standard code IS 1893:2002. The results show that, the estimated PGA in many areas of the Peninsular India
is more than the specified value in the current seismic macrozonation map of the country. This provides an important basis for
attempting the detailed microzonation of an area within the Penisular India.
Keywords: Seismic hazard, Peak ground acceleration (PGA), Peninsular India, Seismic Zonation
1 INTRODUCTION
India has experienced several major earthquakes in the past
few decades and according to IS 1893: 2002, around 60%
(Zone V= 12%, Zone IV=18%, Zone III = 26% and Zone II
44%) of its landmass is seismically vulnerable. Especially, in
the last two decades, India has witnessed several moderate
earthquakes (Bihar-Nepal border (M6.4) in 1988, Uttarkashi,
Uttaranchal (M6.6) in 1991, Latur, Maharashtra (M6.3) in
1993, Jabalpur, Madhya Pradesh (M6.0) in 1997, Chamoli,
Uttaranchal (M6.8) in 1999, Bhuj, Gujarat (M6.9) in 2001 and
Muzafarrabad,Kashmir (M7.6) in 2005) causing over one
lakh casualties due to collapse of structures. However the
Peninsular region of the country (lat. 8°-28°N and long.
67.5°-90°E) was predominantly considered to be seismically
stable. Figure 1 shows the seismicity of the peninsular India
for a period of around 100 years from 1900 to 2000. From
this, it is apparent that there is a noticeable increment in the
number of earthquakes over a period of time, especially after
1950. Most of the earthquakes occurred in peninsular India
were concentrated near Rann of Kutch. To reduce the damage
due to an earthquake, complete understanding of the seismic
hazard of the region is very important. The study of
destructive earthquake effects in India was started by
Geological Survey of India (Oldham 1899). Later, the Bureau
of Indian Standards (BIS) which is the official agency for
publishing seismic hazard maps and codes in our country,
prepared seismic hazard map consisting of six zones in 1962.
This division was based upon the Maximum Mercalli
Intensities (MMI). In this map, peninsular India is shown as
stable and aseismic region. The third map was published in
1966 dividing India into 7 seismic zones from zone 0 to zone
VI. This map also used geological information of earthquake
activity and tectonic maps that delineated fault system. Some
portion of peninsular India was upgraded from zone 0 to zone
I. The next revision of the seismic hazard map was in 1970
after Koyna earthquake (M 6.5). This map divided India into
5 seismic zones from zone I to zone V based upon
Comprehensive Intensity Scale (CIS–64) historically
observed or expected in those zones. Concept of zone 0 was
abolished in support to the fact that there is no region in India
with probability of an earthquake equal to zero. For the first
time a seismic hazard map was based upon Comprehensive
Intensity Scale (CIS-64). Again in 1984 major revision took
place with 5 seismic zones. In this revision, irrational shape is
assigned to some higher zones because attenuation cannot be
so small. After Latur earthquake in 1993 and Jabalpur
earthquake in 1997, the researchers showed interest towards
comprehensive study on the seismic hazard map of the
country. Fifth revision of IS 1893:2002 took place
immediately after the devastating Bhuj earthquake in 2001. In
this revision, only 4 zones were adopted viz., zone II, III, IV
and V (Fig: 2d). Zone II being low damage risk zone and Zone
V being high damage risk zone. Also, most of peninsular
region is upgraded to zone II and III. Zone I is completely
discarded in this revision. In this regard, large portion of
Peninsular India was upgraded. In addition to this, Khattri et
al. (1987) produced a probabilistic seismic hazard map in
units of g, for 10 per cent probability of exceedence over the
next 50 yr period. The study of Bhatia et al. (1999) under the
Global Seismic Hazard Assessment Programme (GSHAP) is
based on a probabilistic approach. The computational
schemes involved in both the studies are delineation of
seismic source zones and their characterizations; selection of
an appropriate ground motion attenuation relation with source
site distance and a predictive model of seismic hazard. In the
above studies, the attenuation relation produced for the
United States (Algermissen and Perkins 1976; Joyner and
Boore 1981) has been applied. A comparison of the
attenuation relationships for many different areas shows that
0
20
40
60
80
100
1900 1910 1920 1930 1940 1950 1960 1970 1980 1990 2000
Year
Frequency of Earthquakes (Mw>3)
the attenuation laws may differ very significantly from one
region to another due to the tectonic, seismic, geological and
geotechnical differences. A study done by Khatri eta al.
1984 and Bhatia et al 1999 provides only a macroscopic
picture of seismic hazard with out incorporating the
earthquake recurrence data.
Figure 1 Frequency of earthquakes from the year
1990-2000 in Peninsular India
A regional seismic hazard assessment in terms of earthquake
magnitude and annual exceedence probability has been
presented by Kishore and Ravi Sinha (2008). The main aim of
this article is to estimate the actual existing seismic hazard
associated with the entire Peninsular region which will be
useful for attempting detailed regional seismic microzonation
studies. Because underestimation of the seismic hazard leads
to the questionable safely and overestimate leads to
uneconomical design. A detailed study was carried out using
the data of several earthquakes occurred with in the Indian
peninsular region for estimating the Peak Ground
Acceleration using Iyengar and Raghukanth (2004)
attenuation relationship and the estimated PGA values were
compared with the values given in IS 1893-2002.
2 GEOLOGICAL AND TECTONIC DETAILS OF INDIAN
PENINSULA
The Peninsular India consists of gneiss and schists which are
very old rock formations. The Precambrian rocks of India
have been classified into two systems, the Dharwar system
and the Archaean system. The rocks of the Dharwar system
are mainly sedimentary in origin, and occur in narrow
elongated synclines resting on the gneisses found in Mysore
and the Aravalis of Rajputana. These rocks highly enriched
with mineral deposits.The Peninsular Shield of India is made
up of three main regions the Aravalli, the Dharwar and the
Singhbhum which are separated by Proterozoic rifts and
mobile belts. The major prominent rifts that separate the
southern and northern blocks of the shield are the Narmada
Son Lineament (NSL) and the Tapti Lineament (TL), together
called the Son-Narmada Tapti lineament. The other rift basins
are the Kutch, Cambay, Godavari, Cuddapah etc. (Yedekar et
al. 1990). Rifting zones like Narmada and Rann of Kutch in
this Peninsular region had experienced severe earthquakes
like Anjar earthquake 1958, Jabalpur earthquake 1997, Bhuj
2001 etc in the past. Seeber et al. (1999) proposed nine
seismic zones based on geology, tectonic features and
observed seismicity. Naqvi et al 1974 classified them broadly
into cratonic and paleorifting zones. Cratons are highly stable
interior portion of the Peninsular shield like Northern, Eastern
and Southern cartons. Paleorifting regions containing large
faults and has experienced deformations in their most active
phase, which are narmada, Cambay and Mahanadi grabens.
The detailed geology and the tectonics of the region were
presented by Valdiya (1973), Naqvi and Ragers (1987) and
many others. Figure 2a and 2b shows the detailed geological
and tectonic map of the Peninsular India.
3 SEISMIC CHARACTERISTICS OF PENINSULAR
INDIA
The entire Indian subcontinent is composed of three major
plates viz., Indian plate, Eurasian plate and Australian plate
and many minor plates like Burma plate, Sunda plate etc.
Distinct physical and kinematic properties of these plates lead
to a diversified seismicity from one region to another in
Indian subcontinent. On the basis of historic seismic trend,
Indian shield can be easily classified as seismically active at
the Himalayan, Karakoram, and Tibetan plateau belt
stretching approximately 2500 km line and somewhat
seismically moderate in the peninsular shield. Various regions
were identified and classified on the basis of their seismic
activity. Since these seismic activities are random in nature,
classification merely on the basis of major seismic activities is
always been a topic of debate among the researchers.
Seismicity trend of India classifies it as a highly varied
country in terms of seismic activities. It is very clear that there
is a broad variation in seismic hazard levels in terms of the
intensity of ground motion and the frequency of occurrence.
These variations divided India into different zones with
respect to the severity of expected ground motion. Figure 2c
shows the observed seismicity of the peninsular region. In this
paper a detailed seismic hazard assessment of the peninsular
India has been carried out. This can be further used for doing
detailed seismic microzonation studies.
4 SEISMIC HAZARD ASSESSMENT
Seismic databases and earthquake catalogues are very crucial
and important parameter in any seismic hazard analysis and
microzonation studies. For the considered range of latitudes
and longitudes, earthquake data was collected for peninsular
region (PI) region from Seismotectonic Atlas of India and its
environs (GSI, 2001) and a working data table has been
prepared. Data was collected from a uniform source in order
to maintain the uniformity in computation. Then all the
magnitudes values were converted to uniform moment
magnitude values using the formula given by Scordilis (2006).
This formula makes use of mbw and Msw. In case of both mb
and Ms values available for an event in a record, the
conversion relations proposed by Scordilis (2006) has been
used and then estimated the weighted average of the
converted magnitudes using the conversion formula. Mw
values computed based upon mb and Ms as mbw and Msw
respectively corresponds the final magnitude (Mw) was
computed using Eqn. 1.
(a) (b)
(c) (d)
Figure 2 (a) Geological details of Peninsular India; (b) tectonic features of Indian Peninsula; (c)
Seismicity details of PI and (d) Seismic zonation map of India (IS 1893: 2002)
21
21
11
σσ
σσ
+
+
=
Swbw
W
Mm
M (1)
Where corresponding values of 1σ and 2σ are as
shown below:
For 3≤ Ms ≤ 6.1, 2σ = 0.17
For 6.2 ≤Ms ≤ 8.2, 2σ = 0.20
For 3.5 ≤ mb ≤ 6.2, 1σ = 0.29
Moreover at the places where only mb or Ms values were
available, Mw was computed directly on the basis of
whatever source value (either mb or Mw).
Msw =0.67(±0.005) Ms + 2.07(±0.03) (2)
3.0≤Ms≤ 6.1,R2 =0.77, σ2 = 0.17,n = 23,921
Msw =0.99(±0.02) Ms + 0.08(±0.13) (3)
6.2≤Ms≤ 8.2, R2 =0.81, σ2 = 0.20, n = 2,382
mbw =0.85(±0.04)mb + 1.03(±0.23) (4)
3.5≤ mb≤6.2, R2 =0.53, σ1 = 0.29,n= 9,784
The Peak ground acceleration (PGA) at any location
can be estimated using empirical attenuation
relationships proposed for different seismic regions
(Interplate, Intraplate, and Subduction). Every
attenuation relationship is different from another in
terms of applicability that is limited depending upon
certain factors like the type of soil (Hard/rock,
medium or soft), type of region (Interplate, Intraplate
or Subduction), type of fault (Normal, reverse,
strike-slip) and so on. Since the actual values of all
these parameters were not present, empirical
relationships and few logical assumptions were made
in the computation of PGA. Iyengar and Raghukanth
(2004) proposed the attenuation relationship to
compute the PGA of PI region as shown in Eqn 5
below.
εlnln)6()6(ln 4
2
321 +−−−+−+= RcRMcMccy (5)
Where y, M and R refer to PGA, moment magnitude
and hypocentral distance respectively.
A computer code has been developed to estimate the
PGA(y) for different values of Mw and R
corresponding to earthquakes belonging to different
classifications within Peninsular region. The code
was developed in such a manner that by reading the
latitude and longitude of the earthquake it assesses the
region (koyna-warna, western central or south region)
in which this earthquake has occurred and suitable
constants will be used to compute the PGA value. A
total of around 250 earthquake records occurred PI
region were considered in this study. For estimating
the deviations of PGA assigned for various zones in
the Peninsular region, collected earthquake data was
used and Peak Ground Acceleration was estimated
using the Iyengar and Raghukanth (2004) attenuation
relation. Percentage deviation was computed
considering the Eqn. 6 as shown below. Estimated
PGA values were used to compute the deviation with
respect to assigned PGA values for various regions
according to IS 1893:2002.
100(%) xPGA
PGAPGADeviation
computed
computedzone −= (6)
Table 1 shows the details of few records showing the
event date, latitude and longitude, assumed
hypocentral radius, computed moment magnitude,
PGA using attenuation relationship, zone details, code
based PGA and percentage deviation calculated for
zone II, III and V.
5 RESULT AND CONCLUSIONS
In this study the major concern was to estimate the actual
earthquake hazard associated with the Peninsular India
which is considered to be more stable landmass in the
Indian plate. This region which is an intraplate region
experienced several devastating earthquakes in the past.
The seismic data was collected for PI region from a
uniform source i.e., Seismotectonic Atlas of India and its
environs (GSI, 2001) and a working data table has been
prepared. A computer code was developed to estimate
the Peak ground acceleration (PGA) using empirical
attenuation relationships proposed for Peninsular India
by Iyengar and Raghukanth (2004). The average
percentage deviations in the PGA values were estimated.
From the analysis, the percentage deviation obtained
was classified into 7 different levels ie., less than 0%,
0-20%, 20-40%, 40-60%, 60-80% 80-100% and greater
than 100%. These percentage deviations were then
studied with respect to different zones in which the
region under study is classified. The negative values of
deviation indicates that, the computed PGA to be more
as compared to zone based PGA value defined as per
code and hence indicating the underestimated values of
PGA
Figure 3 Average Percentage deviation of PGA values at different Hypocentral Radius (a): 5km; (b):10km;
(c):15km and (d):20km
(a) (b)
(c) (d)
Table 1 (a) Details of PGA estimated for different seismic events and corresponding Percentage PGA
deviation for PI in Zone II
Date Latitude Longitude Hypocentral
Radius (km)
Moment
Magnitude
(Mw)
Estimated
PGA (g)
Zone
basis
PGA
Percentage
Deviation
09/29/1993 18.10 76.64 5 5.2 0.505 0.1 -80.21
09/29/1993 18.08 76.47 5 6.2 1.3400 0.1 -92.53
06/21/1995 21.76 85.28 5 5 0.3917 0.1 -74.47
06/21/1995 21.76 85.29 5 5 0.392 0.1 -74.47
12/14/1995 18.11 76.53 5 4.7 0.294 0.1 -66.04
05/22/1998 21.62 84.45 5 4.4 0.198 0.1 -49.48
06/19/2000 18.17 76.62 5 4.7 0.294 0.1 -66.04
10/01/1993 18.11 76.44 5 4.8 0.329 0.1 -69.61
10/08/1993 17.97 76.41 5 4.9 0.367 0.1 -72.76
11/12/1993 18.09 76.53 5 4.9 0.367 0.1 -72.76
05/21/1997 23.09 80.08 10 5.9 0.4779 0.1 -79.07
09/29/1993 18.10 76.64 10 5.2 0.242 0.1 -58.70
01/19/1986 21.01 85.22 10 4.8 0.152 0.1 -34.20
09/29/1993 18.10 76.64 10 5.2 0.242 0.1 -58.70
09/30/1993 18.23 76.64 10 4.8 0.157 0.1 -36.54
10/01/1993 18.10 76.44 10 4.8 0.157 0.1 -36.54
10/8/1993 17.96 76.41 10 4.9 0.175 0.1 -43.12
06/30/1983 17.92 78.54 10 5.2 0.263 0.1 -61.98
06/21/1995 21.76 85.28 10 5 0.1897 0.1 -47.28
09/29/1993 18.08 76.47 10 6.2 0.6418 0.1 -84.41
09/29/1993 18.10 76.64 15 5.2 0.1546 0.1 -35.32
09/29/1993 18.08 76.47 15 6.2 0.4098 0.1 -75.60
06/30/1983 17.92 78.54 15 5.2 0.1723 0.1 -41.96
06/21/1995 21.76 85.28 15 5 0.1224 0.1 -18.35
10/20/2003 23.88 86.32 15 4.4 0.0618 0.1 61.57
12/14/1995 18.11 76.53 15 4.7 0.0901 0.1 11.018
05/22/1998 21.61 84.44 15 4.4 0.0618 0.1 61.571
06/19/2000 18.16 76.62 15 4.7 0.0900 0.1 11.018
05/21/1997 23.09 80.08 15 5.9 0.3085 0.1 -67.59
01/19/1986 21.01 85.22 20 4.8 0.0712 0.1 40.28
03/17/1986 22.86 85.15 20 4.7 0.0636 0.1 57.067
09/29/1993 18.10 76.64 20 5.2 0.1111 0.1 -9.982
09/29/1993 18.08 76.47 20 6.2 0.2944 0.1 -66.041
09/30/1993 18.23 76.64 20 4.8 0.0723 0.1 38.308
09/30/1993 18.08 76.49 20 4.9 0.0806 0.1 23.964
10/01/1993 18.11 76.44 20 4.8 0.0723 0.1 38.308
10/08/1993 17.96 76.41 20 4.9 0.0806 0.1 23.964
05/22/1998 21.61 84.44 20 4.4 0.0449 0.1 122.43
06/19/2000 18.16 76.619 20 4.7 0.0647 0.1 54.528
Date Latitude Longitude Hypocentral
Radius (km)
Moment
Magnitude
(Mw)
Estimated
PGA (g)
Zone
basis
PGA
Percentage
Deviation
09/29/1993 18.10 76.64 5 5.2 0.505 0.1 -80.21
09/29/1993 18.08 76.47 5 6.2 1.3400 0.1 -92.53
06/21/1995 21.76 85.28 5 5 0.3917 0.1 -74.47
06/21/1995 21.76 85.29 5 5 0.392 0.1 -74.47
12/14/1995 18.11 76.53 5 4.7 0.294 0.1 -66.04
05/22/1998 21.62 84.45 5 4.4 0.198 0.1 -49.48
06/19/2000 18.17 76.62 5 4.7 0.294 0.1 -66.04
10/01/1993 18.11 76.44 5 4.8 0.329 0.1 -69.61
10/08/1993 17.97 76.41 5 4.9 0.367 0.1 -72.76
11/12/1993 18.09 76.53 5 4.9 0.367 0.1 -72.76
05/21/1997 23.09 80.08 10 5.9 0.4779 0.1 -79.07
09/29/1993 18.10 76.64 10 5.2 0.242 0.1 -58.70
01/19/1986 21.01 85.22 10 4.8 0.152 0.1 -34.20
09/29/1993 18.10 76.64 10 5.2 0.242 0.1 -58.70
09/30/1993 18.23 76.64 10 4.8 0.157 0.1 -36.54
10/01/1993 18.10 76.44 10 4.8 0.157 0.1 -36.54
10/8/1993 17.96 76.41 10 4.9 0.175 0.1 -43.12
06/30/1983 17.92 78.54 10 5.2 0.263 0.1 -61.98
06/21/1995 21.76 85.28 10 5 0.1897 0.1 -47.28
09/29/1993 18.08 76.47 10 6.2 0.6418 0.1 -84.41
09/29/1993 18.10 76.64 15 5.2 0.1546 0.1 -35.32
09/29/1993 18.08 76.47 15 6.2 0.4098 0.1 -75.60
06/30/1983 17.92 78.54 15 5.2 0.1723 0.1 -41.96
06/21/1995 21.76 85.28 15 5 0.1224 0.1 -18.35
10/20/2003 23.88 86.32 15 4.4 0.0618 0.1 61.57
12/14/1995 18.11 76.53 15 4.7 0.0901 0.1 11.018
05/22/1998 21.61 84.44 15 4.4 0.0618 0.1 61.571
06/19/2000 18.16 76.62 15 4.7 0.0900 0.1 11.018
05/21/1997 23.09 80.08 15 5.9 0.3085 0.1 -67.59
01/19/1986 21.01 85.22 20 4.8 0.0712 0.1 40.28
03/17/1986 22.86 85.15 20 4.7 0.0636 0.1 57.067
09/29/1993 18.10 76.64 20 5.2 0.1111 0.1 -9.982
09/29/1993 18.08 76.47 20 6.2 0.2944 0.1 -66.041
09/30/1993 18.23 76.64 20 4.8 0.0723 0.1 38.308
09/30/1993 18.08 76.49 20 4.9 0.0806 0.1 23.964
10/01/1993 18.11 76.44 20 4.8 0.0723 0.1 38.308
10/08/1993 17.96 76.41 20 4.9 0.0806 0.1 23.964
05/22/1998 21.61 84.44 20 4.4 0.0449 0.1 122.43
06/19/2000 18.16 76.619 20 4.7 0.0647 0.1 54.528
Table 1 (b) Details of PGA estimated for different seismic events and corresponding Percentage PGA
deviation for PI in Zone III
Date Latitude Longitude Hypocentral
Radius (km)
Moment
Magnitude
(Mw)
Estimated
PGA (g)
Zone
basis
PGA
Percentage
Deviation
04/18/1987 22.52 79.24 5 5.1 0.436 0.16 -63.36
03/27/1995 21.66 84.59 5 4.8 0.314 0.16 -49.02
05/24/1995 16.43 79.64 5 4.9 0.391 0.16 -59.07
01/10/1996 22.20 77.61 5 4.4 0.198 0.16 -19.17
08/04/1996 16.64 80.02 5 4.5 0.252 0.16 -36.56
09/12/2000 21.81 72.42 5 4.3 0.176 0.16 -8.96
10/10/2000 23.01 82.78 5 4.5 0.223 0.16 -28.13
10/16/2000 23.27 80.29 5 4.8 0.314 0.16 -49.02
03/10/2003 21.40 77.21 5 4.3 0.176 0.16 -8.96
07/27/2003 21.88 74.34 5 4.2 0.156 0.16 2.96
04/18/1987 22.52 79.24 10 5.1 0.2114 0.16 -24.33
08/24/1993 20.69 71.44 10 5.2 0.2353 0.16 -32.02
01/10/1996 22.20 77.60 10 4.4 0.0958 0.16 66.91
08/4/1996 16.64 80.02 10 4.5 0.1239 0.16 29.12
11/17/1996 21.40 73.06 10 4.4 0.0958 0.16 66.91
01/23/1997 17.14 76.69 10 5 0.1958 0.16 -18.32
06/4/1997 23.08 80.04 10 4.3 0.0851 0.16 88.00
03/9/1998 22.53 78.18 10 4.5 0.1078 0.16 48.41
03/29/1998 22.51 79.25 10 4.3 0.0851 0.16 88.00
12/31/1993 21.11 72.71 10 4.2 0.0754 0.16 112.06
08/24/1993 20.69 71.44 15 5.2 0.1519 0.16 5.2816
10/26/1983 23.75 85.67 15 4.3 0.0549 0.16 191.16
04/18/1987 22.52 79.24 15 5.1 0.1365 0.16 17.18
12/3/1987 15.51 80.21 15 4.9 0.1258 0.16 27.16
08/24/1993 20.69 71.44 15 5.2 0.1519 0.16 5.281
12/31/1993 21.11 72.71 15 4.2 0.0487 0.16 228.43
03/27/1995 21.66 84.58 15 4.8 0.0981 0.16 63.03
05/24/1995 16.42 79.63 15 4.9 0.1258 0.16 27.169
01/10/1996 22.20 77.60 15 4.4 0.0618 0.16 158.51
10/26/1983 23.75 85.67 20 4.3 0.0399 0.16 300.85
04/18/1987 22.52 79.24 20 5.1 0.0991 0.16 61.323
12/03/1987 15.51 80.21 20 4.9 0.0927 0.16 72.55
08/24/1993 20.69 71.44 20 5.2 0.1103 0.16 44.94
12/31/1993 21.11 72.71 20 4.2 0.0353 0.16 352.15
03/27/1995 21.66 84.58 20 4.8 0.0712 0.16 124.44
05/24/1995 16.42 79.63 20 4.9 0.0927 0.16 72.553
01/10/1996 22.20 77.60 20 4.4 0.0449 0.16 255.89
08/04/1996 16.64 80.024 20 4.5 0.0598 0.16 167.44
11/17/1996 21.402 73.060 20 4.4 0.0449 0.16 255.89
Table 1 (c) Details of PGA estimated for different seismic events and corresponding Percentage PGA
deviation for PI in Zone V
Date Latitude Longitude Hypocentral
Radius (km)
Moment
Magnitude
(Mw)
Estimated
PGA (g)
Zone
basis
PGA
Percentage
Deviation
1/26/2001 23.506 70.517 5 5.1 0.4366 0.36 -17.560
1/26/2001 23.424 70.847 5 5.2 0.4860 0.36 -25.934
1/26/2001 23.348 70.441 5 5.3 0.5402 0.36 -33.358
1/26/2001 23.431 70.216 5 5.3 0.5402 0.36 -33.358
1/26/2001 23.246 69.947 5 5.3 0.5402 0.36 -33.358
1/26/2001 23.522 70.076 5 5.5 0.6643 0.36 -45.809
1/26/2001 23.425 70.096 5 5.6 0.7350 0.36 -51.024
1/26/2001 23.421 70.119 5 5.9 0.9869 0.36 -63.525
1/26/2001 23.442 70.31 5 7.9 5.0082 0.36 -92.811
1/26/2001 23.369 70.563 5 5 0.3917 0.36 -8.1040
1/26/2001 23.369 70.563 10 5 0.1897 0.36 89.768
8/1/2001 23.685 70.652 10 4.4 0.095 0.36 275.56
8/3/2001 23.591 70.269 10 4.6 0.121 0.36 197.366
8/4/2001 23.49 70.455 10 4.4 0.095 0.36 275.562
8/8/2001 23.53 70.444 10 4.2 0.075 0.36 377.137
8/24/2001 23.213 70.729 10 4.6 0.121 0.36 197.366
9/20/2001 23.596 70.529 10 4.6 0.121 0.36 197.366
9/21/2001 23.496 70.179 10 4.3 0.085 0.36 323.000
10/3/2001 23.278 70.299 10 4.4 0.0958 0.36 275.562
10/21/2001 23.417 70.565 10 4 0.0590 0.36 509.783
10/31/2001 23.684 70.138 15 4.8 0.0981 0.36 266.826
11/17/2001 23.673 70.181 15 4.6 0.0781 0.36 360.553
11/24/2001 23.639 70.588 15 4.8 0.0981 0.36 266.826
12/1/2001 23.394 70.284 15 4.5 0.0696 0.36 417.194
12/12/2001 23.693 70.498 15 4.4 0.0618 0.36 481.661
12/21/2001 23.686 70.181 15 4.8 0.0981 0.36 266.826
1/9/2002 23.564 70.411 15 4.6 0.0781 0.36 360.553
1/18/2002 23.568 70.193 15 4.6 0.0781 0.36 360.553
2/16/2002 23.791 70.84 15 4 0.0381 0.36 844.418
11/17/2001 23.673 70.181 20 4.6 0.0567 0.36 534.039
11/24/2001 23.639 70.588 20 4.8 0.0712 0.36 405.006
12/1/2001 23.394 70.284 20 4.5 0.0505 0.36 612.016
12/12/2001 23.693 70.498 20 4.4 0.0449 0.36 700.76
12/21/2001 23.686 70.181 20 4.8 0.0712 0.36 405.00
1/9/2002 23.564 70.411 20 4.6 0.0567 0.36 534.03
1/18/2002 23.568 70.193 20 4.6 0.0567 0.36 534.03
2/16/2002 23.791 70.84 20 4 0.0276 0.36 1200.1
2/20/2002 23.619 70.197 20 4.5 0.0505 0.36 612.01
3/27/2002 23.662 70.169 20 4.5 0.0505 0.36 612.01
in our design code of practice. On the other hand, positive
values of deviation indicate computed PGA is less than zone
based PGA value defined and hence indicating the
overestimated values of PGA in our design code of practice.
Figure 3 shows the average Percentage deviation in PGA
values for different Hypocentral Radius considered in the
study. Contour map and percentage deviation for hypocentral
radius of 5 km as shown in Fig. 3(a) and observed that this
value is too small to consider for deviation calculations
because this 5 km makes epicentral distance too small. It was
also observed that for hypocentral radius of 10 km (Fig: 3b) a
much wider spectrum of percentage deviations was obtained.
This signifies the uneven trend of seismicity in the region and
more rigid definition of PGA for an area with hypocentral
radius equals to 10 km. Moreover for this range of radius most
of the zone II region was qualified as underestimated region.
It means that the PGA value estimated using attenuation
formula was greater than the PGA value proposed by the code.
The overall average deviation for zone II was estimated to be
-28%. Similarly for zone III it is +63%, zone IV it is +182%
and for zone V it is +239%. In the same manner, average %
deviations were estimated for other ranges of hypocentral
radius as well. In case of 15 km (Fig: 3c) and 20 km (Fig: 3d)
all the zones II, III, IV and V were evaluated with all positive
values of average % deviations, indicating overestimated
values of PGA for different zones.
Moreover, overall deviation towards overestimated rate was
observed at higher hypocentral radius. For zone II, III, IV and
V and for hypocentral radius of 15 km, the values were
obtained to be all positive. While for hypocentral radius 20
km these deviations are much higher. These differences in
values clearly indicate that the average deviations are more
towards overestimated scenarios for higher hypocentral radii.
Finally, it is clear
that the PGA values are over estimated in lower seismic
zones especially zone II and III for hypocentral radius
ranging from 10 km to 20 km. For higher values of
hypocentral radius it is found that PGA values of all the
zones are over estimated. In this regard, it is strongly
recommended that serious attention is required for
understanding macro seismotectonics of Indian plate for
arriving at the macro hazard map. For attempting the
detailed seismic microzonation of any area within the
Penisular India this research can provide an important
basis.
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